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Ei _ � <br /> � <br /> � <br /> � Baseplate&Anchor Rods <br /> 16-1845R0 <br /> Base�late Size: . 22.00"x 22A0"x 1.25 OK . <br /> Load Cr'iteria: D+.6W tpreq= 1.07 in <br /> P= 6.51 k <br /> M= 49.70 k-ft N= 22.00 in Col d= 10 n' 2.50 <br /> ecc= � 91.55 in 6= 22.00 in CoI bf= 10 in X Q.007 <br /> ecrit= �j 10.$5 Y= 1.59 in Fyp= 50 ksi L 0.0$5 <br /> T= m 29.11 k Trod= 14.55 k Fup= 75 ksi <br /> tpmin=� 1.07 in tpdes= 0.70 in � <br /> i : <br /> Load Criteria: .6(D+W) Load Criteria: D+(Lr or S) � ': <br /> P= � -3.98 k P= 5.78 k ' f e � <br /> Trod= q 0.99 k 1= 9.50 in ; <br /> tpmin= 0.20 in tpmin= 0.27 in <br /> I � <br /> � Pe,,. � <br /> �oad Criter�a: O+Q.75(.SW+(Lr orS}j f <br /> P= � 8.66 k € � p � p <br /> N1= 37.28 k-ft � <br /> � o <br /> ecc= � 51.83 in <br /> ecrit= 10.81 in Y= 1.25 in <br /> T= 19.45 k Trod= 9.73 k T qY <br /> tpm'sn= 0.8$ in tpdes= 0.9Q in � y f� y f� <br /> . � a <br /> � <br /> Anchor ftad: AC1318 App D L25" Dia x 36.00" <br /> � . .... <br /> ASTM F1554 Gr.55 <br /> Trod= 14.S5 kJrod Vrod= 0.6A kjrod dreq= 0.81 in{tensile rupture} <br /> Nu= 23.29 k/rod Vu= 1.02 k/rod <br /> ��.,�.. <br /> phiNn= 52.61 kjrod OK-�� phiVn= 22.7 kjrod '�O�K,�,�'' Combin��<1.Q <br /> �� PhiSt= OJ5 PhiSv= 0.65 PhiCt= OJO PhiCv= OJQ <br /> Steel: � phiNsa= 54.51 kJanchar ca1= 28.0 in 1ef=1e= 25.75 in Ase= 0.97 in^2 <br /> , phiVsa= 22.68 k/anchor ca2= 38.6 in Abrg= 2.24 in^2 <br /> Spread Foating Tensian Concrete Breakout: phiNcbg= 147.2 k{2 rods} <br /> Anc/Anco= 0.93 Psi ed,N= Q.92 Psi cp,N= 1.00 <br /> Psi ec,N= 1.00 Psi c,N= 1.25 Nb= 195.8 k <br /> 7ensi�n Pullout Strength: phiNpn= 105.2 k(2 rods) <br /> Psi c,p= 1.40 (Vp= 53.68 k <br /> Spread Footing Tensian Side Face Blowout: phiNsb= Does Not Control i <br /> Nsb= Daes Not Control Nsbg= dpes Not Contro{ ' <br /> Spread Footing Shear Concrete Breakout: phiVcbg= 58.0 k(2 rods) <br /> AvcJAvco= 0.73 Psi ec3,V= 0.98 Psi h,V= 1.Q� <br /> Psi ec,V= 1.00 Psi c,V= 1.20 Vb= 96.3 k <br /> Spread Faating Shear Concrete Pryaut Strengtf�: phiVcpg= 294.5 k(2 rods} � <br /> �11 �,,:iotz3txs <br />